Laserfiche WebLink
3 <br />C <br />O <br />O <br />0 <br />i <br />0 <br />O <br />IX <br />i <br />i <br />FV— <br />N <br />N <br />E <br />N <br />fi <br />0 <br />v <br />a <br />9 <br />N <br />N <br />0 <br />a <br />N <br />N <br />C" <br />9 <br />Y <br />1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />P.T. TO PRODUCT TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />PROPER INSTALLATION MAX. 8 <br />♦ DO NOT DO THIS <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 1 x4 1 X 4 <br />♦ #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1 x4 P.T. 3/16"0 X 3" LONG FURRING FURRING <br />ROWS 3/16" x 3-1/2" <br />3-1/4" LONG X 3/16" 0 FURRING TAPCONS <br />#5 REBAR ♦ ' <br />AND NAILED W/ 8d COMMON @ <br />fi" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TA X8 <br />STAGGERED @ 16" <br />TAPCON. INTO TAPCON @ 16" O.C. & 4° NX8 <br />(n'P,) <br />1x8 P.T. FROM EACH END w/ MIN. <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO <br />1 DETAIL 2 EDGE DIST. ATTACH <br />� <br />PER MANUFACTURE MASONRY THROUGH 1-� I2'� DETAIL 1x8 w/ (2) ROWS 8d NALS 11 <br />3 DETAIL <br />D. 9 HOOK (TYP.) <br />j <br />STD. 90" ♦ �I <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. " <br />STAGGERED @ 12 O.C. <br />FILL SOLID <br />BOTH CELLS HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" ( <br />TAPCON @ 16" 1x4 P.T. DOOR JAMB REFER <br />TO PRODUCT <br />4% <br />r4% <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER <br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL0/ <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16° <br />� ♦ <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />TAPCON @ 16" <br />44 <br />JOIST TYPICAL <br />APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 1x4 <br />O.C. & 4" FROM EACH <br />FURRING C� END w/ MIN. 2" EDGE DIST. <br />TAPCON i6" O.C. & <br />4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/ <br />' +2�� NOTC FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />wl (4)1/4x1 1/2"SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 <br />NOTCH WEB AT THE ' ♦ <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO <br />2x DETAIL 2 1/411 DETAIL STAGGERED @ 12" O.C. 3-��4f� DETAIL <br />±5" FIRST 2 COURSES ' <br />K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC <br />F71 LED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRA <br />SCALE: N.T.S. SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />A -A <br />UPLIFT CAPACITY = 805 #FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />=1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" 8" <br />;. SOLID wiGRour <br />ir <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4)1l4"xl 1/2" SDS <br />° <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />• <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) <br />; .: <br />2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION <br />° <br />TO BE INSTALLED <br />7116" OSB <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ar' ' •. <br />SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS <br />..:a ... <br />OVERRAN �' �' •;. <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END <br />RETROFIT TRUSS DETAI L <br />.:,.. <br />' <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />a. <br />INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />1 ° <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />+ " <br />IF TRUSSES USED) W/ (3) #6 X 4/z WOOD <br />DOUBLE 2X4 SCAB FOR 2 -6" TO 4 -0 O.H. <br />" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL J 4 MAX. RAD. <br />w/ <br />°�EigygN TO TRUSS TOP CHORD <br />MIN. 4" EMBEDMENT AT 16ITEN O.C. <br />�FN <br />1(CENTERED) <br />11 <br />1 -011 1 5 -O <br />SCALE: N.T.S. SS <br />12 <br />+ + OrN PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />+ + BLOCKING AS <br />• <br />WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />• ° ►. <br />/4" MAX 2 -0 8 <br />TRUSS + <br />+ SOFFIT <br />• • #5 BAR <br />. >' D <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />D' 10 ° 4 • ° CENTERED W/ <br />°° IN TOP <br />BLKG. & BUCK <br />2X6 TO 2X4 H (10) <br />2X4 SYP L ° <br />°'' • ' o <br />1 X 4 FURRING <br />NAILS <br />EACH TRUSS <br />> .d KNOCKOUT/ N <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR ° <br />MONO FOOTING ' <br />x <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4"J <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />- ° <br />CLEAN FILL • <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH <br />#2 SYP @ 24" O.C. <br />EENTER SO IT <br />.► <br />DIRT ? z <br />TO BE INSTALLED <br />4'-0" MAX SE PLANPRECAST <br />LINTEL <br />•. ° STANDARD Q <br />BUILT UP PLWD. BUCK - <br />7/16" OSB ARCH PANEL <br />° PIT HOOK ZN <br />SCRIBE (NOTCH) BACKSIDE <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />"L, <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />, :. , I•"L - �. V:. L, <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />,s <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 <br />O.C. <br />`' •' � •" •' � � `' •' � � •' ` � `' •' <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS B-B ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" =1'-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" =1'-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />EXISTINGBOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />EPDXY CAP TO PREVENT LEAKAGE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP <br />FLOOR PLAN FOR <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL <br />MORE INFO <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR <br />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />1!2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />PER ANCHOR <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) <br />g <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" � <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER 6'-0" <br />EPDXY MIN. 6" EMBEDMENT & <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />3" MIN. EDGE DISTANCE <br />g FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />A* <br />0 <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o n t+ <br />a <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT <br />o a — <br />p - <br />g #5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. " <br />^_`.;." ; `..,::::'..,..., 6 MIN. LAP SPLICE W/ <br />� .> .> <br />v z <br />s EXISTING FOOTING (2) #5x6 IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />— <br />° . <br />v�i &) FILLED CELL <br />SMOOTH. DO NO FURROW. <br />• ° — <br />DRILL 3/4"4"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />- <br />GRADE t+, o <br />� <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. ; ;... 6"MIN <br />>�. . LAP <br />.. �� °. <br />� <br />El <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />NOTE: <br />° <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />\ <br />\ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />\ <br />�"0 <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />• <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />' (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />L16"MIN. COVER EA. WAY <br />A S ECTI 0 N <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />1 SCALE: N.T.S. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />RETROFIT FOR MISSING MSTAM STRAP <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />RETROFIT FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />SCALE: 3/4" =1'-0" <br />SCALE: 3/4" =1'-0" <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />ti <br />— Q ••J, h <br />''•.,•••F1.9 <br />��IiIIIliiltl` � <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />� <br />Q <br />1p �p pip <br />N 8 N # <br />y N J <br />:* Co LL. <br />J � <br />di <br />aaimM <br />rn N N `- LL fl <br />W 0 <br />LL 1 ow <br />J LL <br />Z <br />t & o o N (O m <br />, <br />W <br />'0 <br />���p <br />Z <br />Z co <br />N N Cj <br />O 5 <br />W <br />v ❑�❑ <br />o <br />z � <br />z <br />E3 <br />U) <br />aj <br />- N <br />z <br />0 2 <br />■ <br />4-1 <br />u- <br />O <br />-$_ V) <br />c/) <br />LL, <br />c <br />U) <br />(� <br />w <br />U <br />• <br />c <br />� <br />M <br />W <br />Q <br />LL <br /><Z O <br />io <br />S <br />w <br />S <br />Z <br />z® <br />wog <br />o E <br />gz <br />&z_ <br />z <br />N r13 <br />I— <br />°dw <br />" g <br />4p <br />L <br />•�rp <br />� C <br />�Fo <br />� <br />mi <br />$E <br />z <br />NO <br />a ° <br />y� <br />N <br />a <br />$ <br />ZZ <br />aZ <br />T <br />a LL� <br />= <br />S25 <br />C>CID <br />�+ <br />a <br />U `S <br />CN <br />J <br />^L <br />.-. <br />Q <br />Je <br />� <br />' <br />o <br />T <br />O <br />/C11 <br />CO <br />W m <br />mo <br />2 <br />c <br />O) <br />J O <br />rn IUD <br />E <br />N <br />z <br />Z <br />E O <br />co <br />Y <br />a. <br />0 <br />Q o <br />JOB <br />NO: <br />20-6220 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />